@article {10.3844/ajeassp.2010.133.137,
article_type = {journal},
title = {Confined High Strength Concrete Columns: An Experimental Study},
author = {Saravanan, Jagannathan and Suguna, K. and Raghunath, P. N.},
volume = {3},
number = {1},
year = {2010},
month = {Mar},
pages = {133-137},
doi = {10.3844/ajeassp.2010.133.137},
url = {https://thescipub.com/abstract/ajeassp.2010.133.137},
abstract = {Problem statement: An experimental study on GFRP confined high strength concrete columns has been carried out with a view to evaluate its performances under uni-axial compression in terms of load and deformation capacity. Approach: High strength concrete columns strengthened with different configuration and stiffness of GFRP wraps were tested under axial compression until failure. Their response evaluated at different load levels. Results: The test results clearly indicated GFRP wrapped high strength concrete columns exhibit enhances performance. Conclusion: The study concluded that the three GFRP materials attempted UDC GFRP provided the maximum benefit with respect to load and deformation.},
journal = {American Journal of Engineering and Applied Sciences},
publisher = {Science Publications}
}